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Compute the non-uniform bending factor Ch for a simply supported beam of length L = 30 ft, with lateral restraints located at the supports and at...

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Compute the non-uniform bending factor Ch for a simply supported beam of length L = 30 ft, with lateral
restraints located at the supports and at midspan, subjected at the same time to a uniformly distributed dead service load WD = 2 kffl applied aver the entire length of the beam, and to a concentrated service live load
PL = 50 kips applied at midspan. Use ASD (10 points).

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